Quiz 5 Flashcards
1
Q
- It is the theoretical and applied science of the mechanical
behavior of rock masses.
a. Rock mechanics C. Soil mechanics
b. Geo-mechanics d. Structural geology
A
a
2
Q
- It is concerned with the mechanical responses of all geological
materials including soil.
a. Mineral mechanics C. Geo-mechanics
b. Rock mechanics d. Soil mechanics
A
C
3
Q
- The concept that used to describe the intensity of internal forces
set up in a body under the influence of a set of applied surface
force.
a. Force C. Stress
b. Strain d. Movement
A
C
4
Q
- It defines the shear stress components vanish, that is possible
to select a particular orientation for a plain such that it is subject
to normal stress.
a. Stress Transformation C. Principal Stress
b. Stress Invariance d. Principal Plane
A
d
5
Q
- The way to describe qualitatively in which stress and strain are
related in a material under load.
a. Constitutive Behavior C. Poisson’s ratio
b. Elasticity d. stress
A
a
6
Q
- It ranks second to isotropic elasticity in the degree of expression
of elastic symmetry in the material behavior.
a. Transverse isotropic elasticity C. Modulus of Rigidity
b. Modulus of elasticity d. Poisson’s ratio
A
b
7
Q
- The term used to describe the intact rock between discontinu-
ities.
a. Rock Mass C. rock material
b. Aperture d. filling material
A
C
8
Q
- It is the total in situ medium containing bedding planes, faults,
joints and other structural feature.
a. Rock material C. rock mass
b. Lithology d. structure
A
C
9
Q
- It is the nature and distribution of structural features within the
rock mass.
a. Stress C. rock material
b. Geologic features d. Rock structure
A
d
10
Q
- The fractures on which identifiable shear displacement has
taken place.
a. Spacing C. Persistence
b. Faults d. discontinuity
A
b
11
Q
- The perpendicular distance between adjacent discontinuities.
a. Dip C. Strike
b. Dip angle d. Spacing
A
d
12
Q
- Term used to describe the aerial or size of a discontinuity with
a plane.
a. Aperture C. Persistence
b. Aerial photo d. Stereo net
A
C
13
Q
- The distance range of discontinuity spacing which is consid-
ered as extremely close spacing.
a. 20 -60 mm. C. 50 -200 mm.
b 60-200 mm. d. 60-200 mm.
A
d
14
Q
- The distance range of discontinuity spacing which is consid-
ered as very wide spacing.
a. 10 -25 mm. C. <20 cm.
b. 10 -20 mm. d. <20 mm.
A
C
15
Q
- The distance range used of discontinuity spacing which is
considered as extremely close spacing.
a. 200-6000 mm. C. 2500-3000 mm.
b. 200-600 mm. d. >6000
A
b
16
Q
- It pertains to the surface unevenness and waiveness of the
discontinuity relative to its mean plane.
a. Contour Line C. Persistence
b. Roughness d. Texture
A
b
17
Q
- The distance separating the adjacent rock walls of an open
discontinuity in which the intervening space is filled with air or
water.
a. Filling C. Aperture
b. Dip d. Spacing
A
C
18
Q
- The term used to describe material separating the adjacent
rock walls of discontinuities.
a. Filling C. Intrusion
b. Vein d. Contact rocks
A
a
19
Q
- It is the formation of planes of separation in the rock material.
a. Bedding plane C. fracture
b. Filling d. Rock mass
A
C
20
Q
- When the rock reach its maximum stress, usually averaged
over a plane, the rock can sustain under a given set of conditions.
a. Yield C. effective
b. Strength d. Stress
A
b
21
Q
- It is the basic technique used in mapping surface of under-
ground exposures.
a. Structural mapping C. Scan-line survey
b. Scan-line mapping d. Stereo netting
A
C
22
Q
- Set of line on the surface of the rock mass, and the survey
consists of recording data for all discontinuities that intersect the
scan line along its length.
a. Scan-line C. RMR data
b. Structural data d. MRMR data
A
a
23
Q
- A most reliable way of exploring the interior of a rock mass
prior to mining.
a. Geochemistry C. Core drilling
b. Geo-statistics d. Geophysics
A
C
24
Q
- The intersection of the plane and surface of the plane
a. Semi-circle C. node
b. Great circle d. pole
A
b
25
Q
- A line perpendicular to the plane and passing through center of
the sphere at two diametrically opposite points is called
of the plane.
a. Poles C. nodes
b. Projection d. zenith
A
a
26
Q
- It is the process by which sudden loss of strength occurs
across a plane following little or no permanent deformation.
a. Ductile C. Deformation
b. Brittle fracture d. Failures
A
b
27
Q
- When rock can sustain further permanent deformation without
losing load carrying capacity, this rock is experiencing
a. Effective stress C. failure
b. Strength d. ductile deformation
A
d
28
Q
- It is the stress, which governs the gross mechanical response
of a porous material.
a. Effective stress C. Effective strain
b. Pore pressure d. porosity
A
a
29
Q
- The strength of a fractured mass is:
A. unlimited C. zero E. infinite
B. purely frictional D. nil
A
C
30
Q
- Which of the following methods is most applicable in mapping or
locating wet shears, clays and gravel deposits and in determining
their thicknesses?
A. gravity C telluric E. seismic
B. magnetic D. resistivity
A
d
31
Q
- In interpreting topo maps, overlapping topographic contours
represent which of the following surface formation
A. basin C. dome E syncline
B.anticline D. overhang
A
d
32
Q
- In rock mechanics, the ratio of the stress to the strain is called:
A. tensile strength C. poisson’s ratio E. shear strength
B. rapture limit D. modulus of elasticity
A
d
33
Q
- The process of ejecting a mixture of cement and sand into the
crevices of rocks, usually through a
borehole drilled into the rock to be grouted.
A guniting C. grouting E. sealing
B. shotcreting D. rockbolting
A
C
34
Q
- Water pressure reduces stability of pit slope by:
A. reducing the shear strength of potential failure surfaces
B. reducing the tensile strength of potential failure surfaces
C. increasing the shear strength of potential failure surfaces
D. increasing the tensile strength of potential failure surfaces
A
a
35
Q
- Which of the following physical properties of rocks refers to the
weight of said rocks in an equivalent volume of water measured
at sea level.
A. porosity C. tonnage factor E. coefficient of expansion
B. specific gravity D. bond work index
A
b